Research Article
New Method for Calculating the Settlement of Single Pile and Pile Group in Soft Soil Area
Table 1
Physical and mechanical parameters of soils.
| No. | Name | Bottom buried depth (m) | Density (kN/m3) | Water content (%) |
| 1 | Filling | 1.33∼3.82 | 17.38 | 43.5 | 3-1 | Silt | 10.50∼11.40 | 15.67 | 70.1 | 3-2 | Silt | 19.18∼21.21 | 16.10 | 64.7 | 3-3 | Muddy clay | 20.85∼23.36 | 17.27 | 50.5 | 4-1 | Clay | 22.48∼24.36 | 19.06 | 32.9 | 4-2 | Clay | 28.47∼30.90 | 18.20 | 40.9 | 5-1 | Silty clay with clay | 31.01∼33.55 | 19.33 | 29.9 | 5-2 | Clay | 34.26∼38.85 | 18.55 | 37 | 6-1 | Clay with silty clay | 38.96∼45.60 | 19.49 | 29.6 | 6-2 | Clay | 41.97∼46.43 | 18.40 | 36.8 | 7-1 | Clay with silty clay | 47.46 | 19.12 | 30.7 | 8 | Silty clay mixed with reef | 42.92∼52.30 | —— | —— | 9-1-1 | Completely weathered bedrock | 58.68∼69.52 | —— | —— | 9-1-2 | Completely weathered bedrock | 75.46∼105.76 | —— | —— | 9-2 | Strongly weathered bedrock | 84.48∼114.48 | —— | —— | 9-3 | Moderately weathered bedrock | Unpierced | —— | —— |
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